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SH 115 SHARP CO. over MILL CREEK

Map

Coordinates:
+36.01226, -91.39842
36°00'44" N, 91°23'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 115 SHARP CO. over MILL CREEK
Structure number:000000000003681
Location:6.11 Mi W Lawrence Co
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:830 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:72.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201672.1GoodGoodGoodGood-830
February 201472.1GoodGoodGoodGood-830
February 201272.1GoodGoodGoodGood-790
February 201059.2GoodGoodGoodGood-790
March 200859.2GoodGoodGoodGood-830
February 200659.2GoodGoodGoodGood-840
January 200458.9GoodGoodGoodGood-980
February 200265.1GoodGoodGoodGood-720
March 200065.1GoodGoodGoodGood-720
January 199865.1FairGoodSatisfactoryGood-720
March 199666.3FairGoodSatisfactoryGood-320
February 199466.3FairGoodSatisfactoryGood-320
February 199272.4FairGoodSatisfactoryGood-401

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.6363000
Reinforced Concrete Pier Caplinear ft.6363000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.360360000
Steel Protective Coatingsq. ft.598598000
Deck
Reinforced Concrete Slabsq. ft.2,6822,6363880